sps-1604_1_1

1
BASED ON WATER CORPORATION DRAWING OPEN SUPPORT RUBBER GASKET WITH FULL FACE DN 100 MS DEADPLATE LADDER STRINGERS: 50 x 10 MS FL ELEVATION Ø18 HOLES CENTRALLY 380 RUNGS AT 300 CRS 20 DN 1500 RRJ RC DRAINAGE PIPE DN 900 NOM. 600 NOM. 400 3 N24S 120 240 LADDER WALL RUNG TOP OF 230 BRICKWORK FLOW 75 THICK MASS CONCRETE BLINDING LAYER WELDING DETAIL RUNG N24 N24 N24 N24 N24 N24 N24 N24 N24 N24 90 N12 AT 200 CRS BOTH WAYS F81 STEEL FABRIC OR 65 COVER 2000 SQ RC BASE 2 COURSES MIN. 230 BRICKWORK CONVERSION SLAB DETAIL DEEP SUMP 200 SQ. x 150 20 DIA MS 6 LOCATED RIBS TO BE STRINGER WELDING DETAIL REFER RUNG Ø20 DEFORMED RUNGS: 120 120 280 100 300 250 200 I.L. BITUMEN SURFACE BASE SLAB R.L. NOTES N24 300 50 COVER CLASS 2 6 TYP 100 100 180 150 50 x 10 MS FL 20 FSL BRACKET LOCATED IN CONVERSION SLAB OPENING 200 985 400 400 3 - 1.3 TONNE x 120 LONG ANCHORS CAST INTO FORMED RECESSES AND INCLUDING PLASTIC 3 900 x 600 NOM TWO PART COVER AND FRAME BOLTED TO 65 x 12 MS FLAT 10 = 30 100 í18 HOLES = CONCRETE TOPPING THICKNESS + 300 6 50 x 10 MS ’ LEGS CUT AND BENT TO SUIT FOR M10 BOLTS 2/12 DIA HOLES SUPPORT BRACKET VALVE SPINDLE 35 I.D. 225 120 215 100 275 CONVERSION SLAB VALVE SPINDLE SUPPORT COURSE OF BRICKWORK WHERE THIS DISTANCE EXCEEDS 600 VALVE SPINDLE SHALL BE EXTENDED TO 50 BELOW UNDERSIDES OF COVERS TOP OF SCOUR CHAMBER TOP OF VALVE 25 REFER DETAIL E SUPPORT SET VALVE SPINDLE INTO FIRST COURSE SET INTO FIRST M12 x 1.75 HEX. HEAD BRASS SET SCREW x 20 LONG 10 64 35 SQ. CAST STEEL Ø 20 70 90 10 Ø VALVE SPINDLE EXTENSION 5 RAD. PREPARE EDGE AS SHOWN 60 STEEL FORGING 57 45° Ø27 35 SQ. EACH SIDE TAPER 1 IN 20 DN x DN 100 SCOUR TEE DN 100 CI RESILIENT SEATED ON SIDES DEFORMED BAR RUNG 50 x 10 MS FL PLAN 300 OF BRICKWORK GRADE TO SUMP 100 400 SECTION SECTION SECTION SECTION N24 580 TONNE ANCHOR COVERS EACH SIDE TAPER 1 IN 20 OPPOSITE SPINDLE GATE VALVE SECTION PRESSURE MAIN CONCRETE CONVERSION SLAB A B D C E A B C D A B C D B B CONVERSION SLAB

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Page 1: SPS-1604_1_1

BASED ON WATER CORPORATION DRAWING

OPE

N

SUPPORT

RUBBER GASKETWITH FULL FACEDN 100 MS DEADPLATE

LADDER

STRINGERS:50 x 10 MS FL

ELEVATION

Ø18 HOLESCENTRALLY

380

RU

NG

S AT

300

CR

S20

DN 1500 RRJ RCDRAINAGE PIPE

DN

900

NO

M.

600 NOM.

400

3 N24S 120

240

LADDER

WALL

RUNGTOP OF

230 BRICKWORK

FLO

W

75 THICK MASSCONCRETEBLINDING LAYER

WELDING DETAILRUNG

N24

N24

N24

N24

N24N

24

N24

N24

N24

N24

90

N12 AT 200 CRS BOTH WAYSF81 STEEL FABRIC OR

65 COVER

2000 SQ RC BASE

2 COURSES MIN.230 BRICKWORK

CONVERSION SLAB DETAIL

DEEP SUMP200 SQ. x 150

20 DIA MS

6LOCATEDRIBS TO BE

STRINGER

WELDING DETAILREFER RUNGØ20 DEFORMEDRUNGS:

12012028

010

0

300

250

200

I.L.

BITUMEN SURFACE

BASE SLAB R.L.

NOTES

N24

300

50 COVER

CLASS 2

6 TYP

100 100

180

150

50 x 10 MS FL

20

FSL

BRACKET LOCATED INCONVERSION SLAB OPENING

200

985

400

400

3 - 1.3 TONNE x 120 LONG ANCHORS CAST INTOFORMED RECESSES ANDINCLUDING PLASTIC 3

900 x 600 NOM TWO PART COVERAND FRAME BOLTED TO

65 x 12MS FLAT

10

=

30

100 í18 HOLES

=

CO

NC

RET

E TO

PPIN

GTH

ICKN

ESS

+ 30

0

6

50 x 10 MS ’

LEGS CUT ANDBENT TO SUIT

FOR M10 BOLTS2/12 DIA HOLES

SUPPORT BRACKETVALVE SPINDLE

35 I.D.

225

120

215

100

275

CONVERSION SLAB

VALVE SPINDLE SUPPORT

COURSE OF BRICKWORK

WH

ERE

THIS

DIS

TAN

CE

EXC

EED

S60

0 VA

LVE

SPIN

DLE

SH

ALL

BE E

XTEN

DED

TO

50

BELO

WU

ND

ERSI

DES

OF

CO

VER

S

TOP OF SCOUR CHAMBER

TOP OF VALVE

25

REFER DETAIL E

SUPPORT SET VALVE SPINDLE

INTO FIRST COURSE

SET INTO FIRST

M12 x 1.75HEX. HEAD BRASSSET SCREW x 20 LONG

10

64

35 S

Q.

CAST STEEL

Ø

20

70

9010

Ø

VALVE SPINDLE EXTENSION

5 RAD.

PREPARE EDGEAS SHOWN

60

STEEL FORGING

57

45°

Ø27

35 SQ.

EACH SIDE

TAPER1 IN 20

DN x DN 100SCOUR TEE

DN 100 CIRESILIENT SEATED

ON SIDES

DEFORMEDBAR RUNG

50 x 10 MS FL

PLAN

300

OF BRICKWORK

GRADETO SUMP

100

400

SECTION

SECTION

SECTION

SECTION

N24

580

TONNE ANCHOR COVERS

EACH SIDE

TAPER1 IN 20

OPPOSITE

SPINDLEGATE VALVE

SECTION

PRESSURE MAIN

CONCRETE CONVERSION SLAB

A

B

D

C

E

AB

C

D

AB

C

D

BB

CONVERSION SLAB